HomeMy WebLinkAbout97-6710
BUILDING PERMIT N!
Permit
CITY OF ZEPHYRHILLS
(813) 788-6611
- .6710-15
if-S ~ tJ7J
~
Date
~--6 -~7
.
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Water Meter: /8'1J. O'iJoiv). ~
T.I.F.'s:
"
Job Address: ~ 6> ~
Parcell.D. uY"- ;;;.s-.;J/ '> A 01 [) ~ /) I..l /) () ,Ly '- V
Zoning, '.;:- Eno'gy Codo, RJ" :2. J [)
Description of Work AI'.P'A1 ~ - r ~ A 40"
/
NO OCCUPANCY BEFORE C.O.
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Inspector 0
P~'mitFee $~
SlgnaturC_ ___
Company
Address
Telephone#
Valuation or ""-
Contract Price ~ ~ ~ . d/)
/'
City License Registration # / Y -6 ,2
State Certified License#
YII_;/J,L- ~~ h~-L .~f--1
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
~/j)/o,1 ~L
5h 1/91 60E
Driveway
5~(,h7 B~II
Tp. Servo
Rough In
Meter Can
Con st. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl.
Compressor
Final
FRM.
Insul. CL
WL
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
C. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
OWNER'S NAME .
APPLICATION FOR PERKlT
CITY OF ZEPBYRHILLS
BUILDING DEPARTMENT
C~.-rd r:l ;t,e.r-z.-o..J ~ /;r~H~. 7J"L ~/J-'6~
;7 k ~:> ~/tt:.. e6A/ fLo tp~ ,8 /Z- -Z - H;-/(5- 37.>;J So-
"
>A~ -
tf - /J-- 17'
OWNER'S ADDRESS
JOB ADDRESS
LEGAL DESCRIPTION: LOT(S) sL( BLOCK" SUBDIVISION ~uJ fI-a,c./~ ~ c:-
PARCEL 1. D.' 31-;;2 s- -.;) 1- 0 0/0 -0/;;6 () - f Y (OBTAIN FROII PROPERTY TAX NOTIes)
WORK PROPOSED:-rNew Construction _Addition _Alteration _Repair - ~~l
_Sign ---1fove _Deaolish
PROPOSED USE: _Single Family
_M/F
_' of Units A..M/H
_C~ercial
_Indust.
_Swim. Pool ___Other
_Restaurant & Health Department Approval /'
DESCRIPTION OF WOIlK'. /Joz-o .6Y/,f7 ~ '>? 71 ~ ;8>dM.c ~ ll'<:/l.~;vt
BUILDING SIZE: UX ~ cf.. Square Feet/?7 height
RESIDENTIAL:
COMMERCIAL
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
V;UILDING
$
~ St}O
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AHP Service
Florida Power Corp.
W.R.E.C.
----1fECHAlUCAL . $
Valuation of Mechanical Installation
_PLUMBING GAS
ROOFING
SPECIALTY
liLv ------v--Uther
TYPE OF CONSTRUCTION: _Block
_FrUle _Steel
FlRlSHED FLOOR ELEVATIONS:
FT.
IS PROJECT IN FLOOD ZONE AREA?
-K.
YES NO
..........................................
CONTRACTOR SECTION
~ ~
BUlIJlEl\ ~ CllIIPANY />7,,' / ",",c. E'1"-71];.<:- "a -<.-, zxr c::
/ .. i .. State Cert. or Regist. , IC.K a> 0 9- '/ f(--
Signatur~~_~ , Gity Liceose Registratioo' 7~t2
..........................................
ELECTRIC~
COMPANY
State Cert. or Regist. ,
City License Registration #
..........................................
Si2Dature
PLUMBER
COMPANY
State Cert. or Regist. ,
City License Registration #
..........................................
Signature
MECHANICAL
COMPANY
State Cert. or Regist. #
City License Registration ,
............~.............................
Signature
OTHER
COMPANY
State Cert. or Regist. #
City License Registration # ____
..........................................
Signature
APPLICATION APPROVED BY
PERI
lCER.
. CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this perJit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner bas hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance witb
state and local regulations. If the contractor is not licensed as required by law, botb the owner and contractor lay be
cited for a lisdeleanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requirelents lay apply for the intended work, they are advised to contact the City of Zephyrbills Building Departlent, (813)
788-6611.
Furtherlore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor,
you are indicating tbat you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign
as contractor that lay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zephyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify tbat I, the applicant, have been provided with a copy of .Plorida's Construction Lien Law - HOIeowner's Protection
Guide" prepared by tbe Plorida DepartJent of Agriculture and ConsUler Affairs. If the applicant is sOleone other tban the
"OlIDer", I certify that I have obtained a copy of the above described docUlent and prolise in good faith to deliver it to the
"owner" prior to COMenCetlent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in tbis application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developlent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has cOllenced prior to issuance of a perlit and that all work will be perforled to leet standards of all laws
regulating construction, City codes, zoning regulations, and land developlent regulations in t4e jurisdiction. I also
certify that I understand that the regulations of other goverDIental agencies lay apply to the intended work, and that it is
IY responsibility to identify what actions 1 lust take to be in cOlpliance. Such agencies include but are not lilited to:
t DepartJent of EnviroDlental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater Treatlent
t Southwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t Departlent of Health & Rehabilitative Services, EnviroDlental Health Unit - Wells, Wastewater Treataent, Septic Tanks
t US EnviroDlental Protection Agency - Asbestos abatelent
I also certify that, ,if fill laterial is to be used in Flood ZOne "A. or "A,etc.", it is understood that a drainage plan
addressing a .cOlpensating volUle" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit, issuance.
A perlit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or
set aside any provisions of the technical codes, nor shall is~uance of a perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every perlit issued sball becOle invalid
unless the work authorized by such perlit is cOMenced within six lonths of issuance, or if work authorized by the perlit is
suspended or abandoned for a period of six IOnths after tbe tile the work is cOllenced. One 90 day extension of tile, laY be
allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An
approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT HAY RESULT IN YOUR PAYING TWICE FOR IHPROVKHBHTS TO YOUR
PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
C~ U:~ 12,500 II VALUK DO 101 I fO RIlCORU ARD !'{)Sf A 'IRlTICK OF ~"'--
SIGNATURE: ONKER OR AGENT SIGNATURE: CONTRACTOR
\
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19 by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
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ATTACH~D ALUMINUM COVERS
SEE CONNECTION DETAil
2" K 4" lUMBER TOP PLATt WITH Roor
w t5 2" x 2" x 0.044' ALUMINUM OR
~
0 0 2' x 4" AT 24" D.C. lUMBER
I
~ ~
N
ffi I- SHEA THING: 1/2" PL YWOOO OR
0 <(
:;)' STRUCTURAL GRADE THERMAL PLY
VI
c.:> a wm~ SIDING
z ~
1=
VI VI
x ~
w
/ 2" x 4" P.T.P. PLATt w/ 3/8" x
t 4-1/2' CONCRETt ANCHORS
N
SEE CONCRETt DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
12" x PAN (SEE CHARTS) USE 'W' TO
SELECT PAN FOR REOUIRED SPAN
w
~
o
I
W
..J
ffi
o
~
c.:>
Z
1=
VI
x
w
"W'" VARIES
rOR fRONT BEAM USE 'L'=W/2+0.H.
/
2" x 2" x 0.044" ALUMINUM OR
2" x 4" AT 24" O.C. LUMBER
SHEA THING: 1/2" PLYWOOD OR
STRUCTURAl GRADE THERMAL PLY
WITH SIDING
SHED IS fRAMED WALL AITACHEO TO
HOST STRUCTURE
1/2" L-BOl 15 FOR 2" x4' P. T. PLATt
OR CONCRETt ANCHORS AT 4'-0" O.C.
SEt CONCRETt DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTtS:
L ANCHOR pANS TO HEADER CHANNEL WITH (3) ;10 x 1/2" S."'.S. W/ WASHER.
2. ANCHOR PANS TO Roor BEAMS WIlli (3) "0 x 1/2" s.M.s. W/ WASHER.
3. ANCHOR COLUMN TO CONCRETE flOOR WITH 2-1/". x ]" CONCRETt ANCHORS.
". ANCHO~ coLUMN TO BASE PLATt WITH 1-1/4" S.S. BOLT
LAWRENCE E, :bENNEtt, r.E.
CIVIl BNOINEllR .t DBVELOPMBN't CONSUU'ANT
P. o. BOX 4369 soutH DAYTONA, I=l 9:1121
PHoNI; 1 (904' 781-4n4
FAX /I i (904' 787-8558
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE DR IN ~RT WITHOUT WRITIEN PERMISSION I=hoM LAWtU,:NCE 1:. BENNETt. PoE.
.J
.J
,~:
J
3
40
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<( l
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SCREENEb ENcLosURES: SchEI:N J VtNVL ANn SOLID COVER
TABLE 2
MAx. ROOF BEAM sPANs FOR SCFlEEN & VINYL F100Ms AND
GLASS RooMs
WI SOLID ROOFS 6063 T-6 ALLoy
ExAMPLt=: FOR 2"x 3"x 0,050"; BEAM SPAN BETWEEN UPRIGHTS USE LoAb WIDTH
TO ENTER TABLE LOAD WIDTH = LW = 14'/2 + 2' O.H, ~ 9'
ENTER TABLE oN LEFT @ 9' & READ SPAN UNDER APPROPRIATE LoAD;
THUS FOR 100 MPH WIND LOADI L.L @ 1Blt/SF SPAN = 6'-3"
BEAM SIZE BEAM spAN FOR VARioUs LoAn CONDITioNs
LOAD WIDTH 100 MPH/18f#/SF" 110 MPHI22"/SF.... 3211/SF 120 MpJ-t
2"x 2"xO.044" EXTRUSION
5' 5'-11" 5'-4" 5'-1" 4'-5"
6' 5'-4" 4'-10" 4'-8" 4'-0"
l' 5'-0" 4'-6" 4'-4" 3'-9"
B' 4'-B" 4'-2" 4'-0" 3'-6"
9' 4'-4" 3'-11" 3'-9" 3'-3"
10' 4'-2" 3'-9" 3'-7" 3'-1"
II' 3'-11" 3'-7" 3'-5" 2'-1 t"
2"x 2"'(0.050" EXTRUSION
5' 6'-5" 5'-10" 5'-7" 4'-10"
6' 5'-10" 5'-4" 5'-1" 4'-4"
l' 5'-5" 4'-11" 4'-8" 4'-1"
a. 5'-1" 4'-7" 4'-5" 3'-9"
9' 4'-9" 4'-4" 4'-2" 3'-7"
10' 4'-6" 4'-1" 3'-11" 3'-5"
11' 4'-2" 3'-9" 3'-9" 3'-3"
--') 2"x 3"xO.050" EXTRUSION
6' T-a" 6'-11" 6'-7" 5'-9"
l' e' 6'-5" 6'-2" 5'-4"
a' 6'-a" ) .6'-0" 5'-9" 5'-0"
g' EXAMPLE 1)=3" 5'-8" 5'-5" 4'-8"
10' 5'-11" 5'-5" 5'-2" 4'-5"
11' 5'-8" 5'-2" 4'-11" 4'-3"
1~' 5.-5" 4'-11" 4'-8" 4'-0"
2"x 2"xO.090" W/1 "x 2"xO.044" EXTRUSION
l' a'-3" 7'-2" 9'-7" 8'-8"
a' 1'-9" 6'-8" 8'-11" 8'-1"
g' 7'-4" 6'-4" 8'-5" 1'-7"
la' 6'-11" 6'-0" 8'-0" 7'-3"
11 ' 6'-7" 5'-B" 7'-7" 6'-11"
12' 6'-4" 5'-6" 7'-4" 6'-7"
13' 6'-1" 5'-3" 1'-0" 6'-4"
2"x 3"xO.050" TILT BEAM W/1 "x 2"xO.o44" EXTRUSiON
l' 9'-10" B'-11" B'-6" 1'-4"
a' 9'-2" B'-4" B'-O" 6'-11"
g. B'-a" l' -1 0" 7'-6" 6'-6"
la' a'-3" 7'-5" 1'-1" 6'-2"
11' l' -10" 1'-1" 6'-9" 5'-11"
12' 7' -6" 6'-10" 6'-6" 5'-7"
13" 7'-3'" 6'-6" 6'-3" 5'-5"
LA Wnli:NCI~ E. b ENNlnT, I'.E.
CIVil. ENGINEER & rmVm.OfMrNT CONSUr:rANT
P. O. BOX 4368 SOUTH DAYTONA. J:L 32121
P'IONE 1 (904' 767-4774
rAX . 1 (904) 767.6556
o COPYRIGHT. 1996
NO! TO m: REPRODUCED IN WHOLE OR IN mAT WITHOUT WRlT1EN PERMISSION FROM LAWRENCE E BENNETT. P.E.
2
31
A1'TAcHED AlUMINUM COVells
TABLE 1
MAXIMUM SPANs FOR STANDARb AluMINUM ROOF pANels
OF 3105 H-28 ALlOY
WIND LOADS: CARPORTS, SCREEN J:100MS, AND OTHEJ:1 OPEN BUilDINGS
O.H. CONDITIoN No o. H. l' o. H. 2'0. H. 3'0. H.
3"x 0.026" ~6'_17:~
100 MPH w. L. 15'-11" 16'-5" 17'-0"
110 MPH W. L. 14'-3" 14'-5" 14'-10" 15'-6"
120 MPH W L. 13'-0.' 13'-2" 13'-7" 14'-4"
3"x 0.032"
100 MPH w. L. 18'-10" 19'-3" 19'-9"
110 MPH W. L. 16'-10" '16.-11" 17' -4" 17'-11"
120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
OJ-I. CONDiTION No O. H. l' O. H. 2'0. H. 3'0. H.
3"x 0.026"
20 "/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2.'
30 "/SF L. L. 13'-1" 13'-3.' 13'-8" 14'-5"
3"x 0.032"
20 "/SF L L. 18'-4" 18'-5" 18'-9" 19'-3"
30 "/SF L. L 14'-11" 15'-1" 15'-6" 16'-1"
1. TOTAL ROOF PANEl WIDTH == ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE LL TAB.tE GOVERNS.
LAWn.ENCE E. bENNli;tT, f).E.
CIVIL ENGINEER "- OEVELOrMfNf CONSULTANT
PO. BOX 4368 SOUTH DAYTONA. Fl 32121
PIIONE 1 (904) 767,4774
FAX f t (904) 767.6556
C COPYRIGHT. 1996
NOT 10 BE REPRODUCED IN WHOLE OR IN I1\R r WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PI:.
3
47
t, ,
H e l c7 HI h.
SCREENED ENCLOSUhI:S: SChEEN I VINyL ANb SOL.b c(jVeh
o
TABLE 3:
MAXIMUM HEIGHt OF UPRIGHTS FOR SCREeN ANt) GLAss
ROOMS EXTRUSioNs AND SEU: MATING bEAMs OF 6083 t-6
ALUMINUM Alloy
USING SCREEN PANEL WIDTH "W" (SEE TYPICAL GLAsS RooM DRAWING), SELECT
UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
WIDTH uW"
36" 42" 48" 54" 60" 66" 72" 78"
EXTRUSION
2"x 2"x 0.044"
9'-2" 8'-6" 7'-11" 7'-6" 7'-1" 6'-9"
2"x 2"x 0.050"
10'-2" 9'-5" B'-10" 8'-2" 7'-11" 7'-6" 7'-2" 6'-11"
2"x 2"x 0.093"
------~12'-10.. 11'-11" 11'-1" 10'-6" 9'-11" 9'-6" 9'-1" 8'-8"
~ 2"x 0.050' , u= ~,,)
'- '--.------ .-
-.-- 10'-8" 9'--11" B'-9" B'-3" 7'-11" 7'-6" 7'-3"
2"x 3"x 0.050"
12'-10" 1 1'-1 1" 11'-1" 10'-6" g'-11" 9'-6" 9'-1" 8'-8"
3"x 2"x 0.070"
13'-8" 12'-8" 11'-10" 11'-2" 10'-6" 10'-1" 9'-8" 9'-3"
NOTES: GLASS ROOMs THE ADDITION OF AN ALUMINUM FRAME WINDOWS WI GLASS PANES THAT
ARE DESIGNED TO 110 MPH WIND LOAD REQUIREMENTS TO 'THE ABOVE UPRIGHT SIZES
INCREASES THE STRENGTH So THAT ADDITIONAL FRAMING IS NOT REQUIRED.
LAWRENCf!: E. nf!:NNET't, I'.E.
CIVil.. ENGlNEIiR " IJIiVIiLOrMIiNT CONSUJ.:T^Nt
P. o. BOX 4368 SOUTH DAYTONA. I'L 32'2'
P'IOPfE , (904) 767-4774
'AK . , (904) 767.5556
10 COPYRIGHT. '996
NOT TO BE REPRODUCED IN WHOLE OR IN Jl\RT WITHOUT WRlnEN PERMISSION FROM LAWRENCE E. BENNETT. "E.
2
33
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-----
:;;;~;;;~~
scFi~ENED ENcLoSURES: SCR
N I VINYL ANIj StlLlb ~UVEn
';'AI ANI
S. IIrAfllH Ixmu~;lON
HII x 9/11;". II.K ~WAClI1 AI
II" (J.C nOli I <;11l! ,;
';'AIANI
, 10 x ,.- I/'Y. "lA.s. Oil WOOf)
WOO/l SCllrw (1) pm flArfrr~
on muss IA"
[XIS liNG muss on HA! ILll
, 10 x 3/1". S.M.S OR WOOf)
SCHEW S"ACID Al 12.. OC
:r IlOOf I' ANI I
I XI'; mu; I ASClA
~~
/" .--
,~ ~/
~ .--------------
r~=J
~.I
,,"-,-,""---..~.
~-,,- .......
F'-~T
Q:L-
ROOF PANEL TO FASCIA DETAIL
SENANT
;r IIEN)m EXTRUSION
fie x !l/16" IEK SPACEO AT
If O.C. BOIH SIDES
Sf AI ANI
rOR IMSONRY USE 1/4.' ~
1 - I / ~ - lAPCON ANCI-lOR OR
EQUAL SPACED AT 24.. O.C,
fOR WOOf) USE tlO II 1-1/2'
S.M S. OR WOOD SCREWS f..t
12.' O.C.
3" ROOf PANEL
. EXISTING HOST STRUCTURE
WOOf) fRAME. MASONRY OR
OTllfJl CONSmUCnON
WALL DETAIL
IoJ[)II <; WOOl) SIIl\JCIIJR[S SIIOUUJ CONNI ClIO muss B IS OR IHE SIJl:!-rAsr.IA !RAMING WHERE POSSIOI,E
ONI Y 1';% 01 sClnws CAN [II. mil"")! IIW lH ,; BUllS I SUB.!ASCIA AND IHOSE AREAS SIIAll HAl/[
.,f SIIl\JCIUfl[ SIIAI' IIAvr MIN. I 1/~- WASII[RS
I-lOST STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDITIONS
GLASS RooMs WIND VELOCITY LOADS DEAD + LIVE LoADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 2211/SF 32 II/SF 5711/sF
1 C:ONcr~r IF 1/'1"xl 1/8" CONCr~LTE scr~EWS @ 17" 0.c.----->(2) @ l' O.C.
) WOOD r PAMI 1/'1"x7" I AC sun ws @ 6" O.c.-.~n-.n--~-->(2) @ 1" o.c.
SCREEN. VINYL, AND CARPORTS
Has f .STRUCTURE 102 MPH 110 MPH 120 MPH 22N jSr 32 h /SF 57 N /SF .
1 C()NCI~L'r l/'1"xl 1/8" CONC!<E1E SCREWS @ 17" 0.C.------>2 @ l' O.C.
) WOOf) r r~AMJ 1/'1"x7" lAG scmws @ 12" O.C..---nn ------>2 @ l' O.C.
;( .0'. MIN.
III 'om SI Of'1
NOll:
I
- - -. - I
~
;11
/
/ NO 11 IIllrll M[';I I CONcrl[ 11 !JO!S
NO 1 III Olllm wmr MF SIf
II A I SI OPt / NO I 00 liNG
o 7../17"
N(JII. N(J !OOllNr; r.xr:r"I WllrN APDnrSSINC rlWSION
MIN. 7500 PS.I. CUNCHE IE W/ 6 x 6 10 x 10
WI I f)f IJ wlm MISIf OR !lIJrl~ M! SIf r.ONCHr II
SLAB DETAILS
G EROSION
(I) 14 BAR CONT.
-
./
/
/
N
I 8" I
SlEEP SLOPE rOOTING
> 1'..10'
LA wtmNcE E. h ENNEtT, t'.E.
CIVIL ICNGlNEER A: Imvm.ol'MliNT CONStJl.J"ANT
PO. BOX 4368 SOUTH DAYTON^. "l 32121
.'lO'IE t (90-41 767,H7~
FAX' 1 (90~) 767.6556
C COPYRIGHT. 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fY\R r WITHOUT WRITTEN PERMISSION "ROM LAWRENCE E. BENNETT. P.E.
./
sehE Nl:D ENclOSUhES: scnEEN I VINYL
7"" . I X IHUr.ION PI R 'All"
ANCIIOR r. x 2" .0.044- I'I.Alr
10 CONCRrJL 'Mil' 1/4.. x ;>..1/2..
COtH;m: I[ ANOfOIlS WI" IIN 6" or
I M~II slor or (M;f/ pas I A f 74.
o.e MAX 011 "'llOl1r.II ANr.1I AI
74. or: UAX
MIN J 1/7- SI Nl ;>:;00 PSI CONe
r..r. 10.1(1 W.WM. Oil fiBril MISII
r~-- .-. --- --...-.----.-..-.-.--1
7 Z
L -- - - rDl-----1
~
-----
-----
~
_-... (J) ;10 x I- sMs INlO SCREW SLOTS
,. x ,. EX illUSION
lnl/rr. MIN. IN CONCRElE
VAI'OR BN~R1tR UNOER COHCRE IE
POST TO BASE AND POST TO BEAM DETAIL
7'. . 7.. Ofl 7.. . .\.. OR 7.. SMI~ POS'
ANClIOR ,.. . 2.. x 0044. PI ATE
10 CONCI/HI. Willi 1/4.. x 7-.' /2"
CaNell[ IE ANCIIOIIS WI H"H 6. OF
I.M:II SIOr OJ [M;II POST AI 24-
OC MAX all ""mUGII ANGlf AI
74.. 0 r. MAX
MIN _\., /7' Sl ^,l 2500 PSI CONe
r.xr. .10xl0 W W.M Oil flOER M[SII
r
/ Z
L_~_ -1r=A:=1~.J
'f" ," I,
--~~~
! A..
_____-- <II --- ____________ ..,
...
2" x 2.' . 1/8. ANGLE EACII SIDE
A I TACH TO POST ^ND CONCRE l[
AT lOI\O BEARING WAll WITH
(2) "0 x '/2" S.M.S. E^CH SIDE
,- x 2" EXTRUSION
1.I/rr. lAIN. IN COHCflElE
V^,'OR BARRIE.R
ALTERNA TE POST TO BASE AND POST TO BEAM DETAIL
LAWRENCE E. BF.NNttt, P.E.
CIVIL F.NGlNEER " DEvm,OI'MI'NT CONSULTANT
P. o. BOX 4368 SOUTH DAYTONA. H 32121
PlIOPo/E 1 (004) 767-4774
rAX . 1 (004) 767-6556
C COPYRIGIIT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN Jll.RT WITHOUT WRITTEN PERMISSION mOM LAWRENCE E. BENNETT. PE.
2
25
l'''''-
SChEENED i:NCI.OSUhES: SChl:EN I VINYL ANb SOUb eOVi:n
-"c;,.
.-.- 1
-'--"
/
I
I Dr;1 III AM
I lION I WAil 1'11111 IN
'.11 J.J
----.--- --_..
I- . 7.. . o.o~~.. OPfN BACK A"ACIfIIJ
10 fHONr PO~I WIlli "0 . 2" SMS.
MAX. fl- rrlOM fACII I'UmlN AND ;>~" O.C
\1II1'\\\.'=_~
I 1(1;(1'"'"11" _--?__
___.__~_ I !/III/lImit.' J
--~I-
--~l--U /
_!~ ff .... =--=F~: 7
A~ ,; ~~ ~ 4
~-----~ --~-~
TYPICAL CORNER DETAIL
'-IT .u - ~- --j
/-.~" - - - ~~--_.-Z
.1_ W1 ]
l=m.-10 r:....::~
r - -~\m.~ ..~':/t I ----.--'7
CHAHl flAil ANI) KICK Pl.A IE ._7 -~--
7" . 7.. x O.O~~" 1101 LOW flM. 7'" , /,
- -.-- L -: _ ''''''' "'1I1 I ~__~
~~~~<;~,~I~Af'I:J/~N fJ~~r~~~ :01~~E~N~,---_~~_ _~~_ '"
f XIS liNG SI.^O MA Y BE lJSrO If IN GOOD --~~Jl'[
CONOI nON ANn A"PIIOVED BY TII[ nUll. DING .. - -. /'
or IICIM - -Ii . -7"---;
(1) IIILII 1/;>" x J-l/2" KIJII-BOllS __...2_.._ . 5?
Af'I'R(JVrfJ fOil 665' UPLlFI. Willi SI() z\( .._ ._.. .._._.~.. ___
PLAI[O Clll SI[E.L WASHrR SEE. NOIE n ..., t. . 4. 11;- _
r (m "Pf CIf ICA liONS ANIl A' IUlNA IIvr S It d .a-
----~--:.---------,~
(1) .1/8- BOl f r OR .r I'OS I
(7) .I/A" nOl IS rOR .r x ~" f'()SI
(~) 1/~- x ~- lAG nOlI:; WIllI'. I/~-
rLNIl[R WASIIERS pn~ ~. "ANEl Acrwss
IIIE fRONI ANO 7~.. OC ALONG sfI)rs
(WALK-ON)
2- x 2.. all 7" . J' 1101.1 OW
SF [ SP AN I Am r fir AfJf:f~
TYPICAL UPRIGHT DETAIL
511)[ WAIJ IIEADER AT T ACIIEO TO I" x
2" x O.O~~" opeN flACK WIn! MIN. (2)
klo x l-I/:?"' 5.M.S.
SIDE WALL PURUNS AIfACH(D 10 ." .
2" x O.OH" OPEN OAC!< WITH MIN. (2)
"0 . 1-1/2.. S.M.S. IN SCIlEW flOSSES
SIDE WALL PURUNS II TT ACHE!) TO I" x
2" x O.OH" OPEN BACK WITH MIN. (2)
kID x 1-1/2" S.M.S. IN SCREW BOSSES
FRONT AND SIDE. BOTTOM RAilS ATTACH(D.
TO CONCRE.lE Wln/ 1/4.' x 2-1/"" ,
MASONRY QUICK SET 0 6" FROM EACH
POST AND 24" O.C. I,,^x. AND WAtLS A
MIN. I.. IROM rOGE or CONCREIE
ALUMINUM COVER or )" STRUCTURAL
INSllLA TED ALUMINUM
HEADER A If ACHE.O 10 POST WIIH MIN.
(;>) ~IO x 1-' /2" IN SCIl(W BOSSES
2- x 2", 2" x ,1.' OR J" x 2" HOllOW
SEE SPAN TAStES
FOR SNAP EXIRUSIONS CIMIR RA.L
ATTI\CHED lO POST WITH MIN. (2) ~IO .
'-1/200 SMS. IN SCREW 80SSES
'-.7"xO.0""" OPEN RACK 80TTOM RAfL
II"" x 2-1/"- MASONRY ANCHOR 06"
IROM EACIl POSI AND 2"- O.C. MAX.
LAwttENCE E. DENNEtt, .'.E.
CIVIL ImGlNEER .l DEVELorMENT CONSULTANT
p. O. 80X "368 SOUTH DAYTONA. Fl. 32121
PIIONE 1 (004) 767-"774
rAx . , (90~) 767-6556
C COPYRIGHT. 1996
NOT TO 81' REPnOOUCEO IN WHOLE OR IN fliRT WITHOUT WRITTEN PERMISSION FROM U.WRENCE E. BENNETT. P.E.
2
26
ATTAcHEO ALUMINUM CoVEhs
TABLE 4
.. "\ -t
MAX. ROOF Af :1\ FOR ALUMINUM t'OST FOR CARt'ORTS &
OPEN BU,LnlN '8
Fon ALLOWABLE ROOF AREA U' '= "ARl::A" = S x (W/2 + a.H.)
l::XAMPLE: "S"= 7' , W =12', & 0.11 += 2'THUs: "AnEA" = 56 SF
MAX. ALLOWABLE ROOF ARl::A IN SOU/UtE t=I::ET
WII\lD LOAD(MPH) Or=l L1Vl:: -4- Dl::AD LOAD(t1ISF)
100/10 110/22 120/24 125/32 164/55
POS r TYPl::
MAX HGT @ MAX LOAD IN H
3:'x 3::xO.040:; ROLiFoRM'
10.-.0.
, 1.--0..
13-t!""
15.~0..
3"x 3"xO.060.' hoLl FORM'
1 '.---0.' 3,600 200 164
1 :t-l0. 2.700 150 '23
1-1.--8'. 2.100 117 95
1(1.-6.. 1,575 88 73
3"x 3"xO.000" SCAllOPED OR FLUTED EXTRUSioN 60631-6 ALLOY
n.-i{E~ 3.408 189 155
I:r-=-fo.. 2,556 142 116
15'-10. 1,988 106 87
1 7. - 10'. 1,-1 q 1 83 60
3"x 3"x 0.90"TUBE EXTRUSiON 60631-6 AllOY
11'-10.. 5.184
13.-10.. 3.BBf)
15.-10.. 3,02-1
17.-10.. 2,260
3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13"--9.. 6,912
1(3"-- 1"' 5,184
18'--4'. 4.032
2()"--7"" 3,024
It"x 4")( 0.125"TUBE EXTnusloN 6063 T-6 AllOY
15.--!J" '" 9,312
18.--5.. 6.984
21' --0. 5,432
23"-8'. ",074
. ALLOY 3105 HI6
I, THE SMALLER noO/:: AREA OF LIVE + DEAD LOAD AND WIND LOAD Sf-tALL GOVERN.
2,30 ,
1.786
1.309
1,042
1:12
99
77
58
288
216
168
126
384
200
224
168
517
380
302
226
TABLE 5
IsolA TED FOOTINGS
108
81
63
47
236
177
137
103
314
236.
183.
f37
423
317
247
185
99
74
58
43
150
ff3
00
66
f42
f07
00
62
2f6
162
126
95
280
216
160
126
308
291
226
170
74
56
43
33
43
33
25
19
f 13 65
84 50
66 30
32 29
107 62
80 46
62 35
"7 27
f62 94
122 71
95 55
71 4 f
216 126
162 94
126 73
95 55
291 169
210 127
f70 99
127 74
MAXIMUM f100F AREA IN SF t=OR CARPOf1T POST WI IsolATED FOOTING
Upl. l ,It ' FOR BELOW LISTED wtNo Vi:loctrv
1FT 01-\OS
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POURED CONCRETE
1'-O..X 1'-o"x 1'-0.. 29 25 2f
1'-4..X I'-".'X 1'-4.. 06 72 61
1'-6.'X 1'-6"X2'-0" 163 136 116
1"-8"X 1'.8"X 2'-0" f 87 156 134
1'-8..X 1'-O.'X 2'-6.' 275 229 196
2.-0'.X 2'.0"X 2'-0.' 3'16 200 257
2'-6.'X 2'-6"X 2'-6.' 463 386 331
PRE-CAST SLAB WI 80" SAck-CRETE
& BACKFIll OVER SLAB
f'-4"Xf'-4"X2'.4" 117 97 56
LAwltENct J~, Ut~NNI~tT, ".E,
nV11. I'.NnlNEER .\ IllivEl.OrMI'Nl r(lN~IJI:tANl
r 0 (lOX ~:1G" SOI/1l/ DAYTONA. fl32t;>I
r'IC"/r , (<YJ4) 7r1].HH
....o, . , trV\A' 1f":7.nr.r:n
SCREENEb ENCloSUhES: SCREEN I V.Nyl AND sOLlb COVEn
SCHEDULE OF ALLoWABLE LOADS/MAX f:lOOF AREA FoFl ANC~Of:lS
ANCHORS INTO WOOD FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LOAD
1# ANcHoRS 1 2 3
Dla. ANCHOR x EMBEDMENT
1/4"x 1"
1/4"x 1-1/2"
1/4"x 2-1/2"
5116"x 1"
5/t6"x 1-1/2"
v'" 5/16.'x 2-1/2"
3/8"x 1"
3/8"x 1-1/2"
3/8.'x 2-1/2"
264/1/11-SF
396/1/16-SF
660/l/27-SF
3 t 211/13-SF
468/1119-SF
78011/32-SF
356f1115-SF
534/1/22-SF
890/l/37-SF
528/1/22-SF
792/1/33-SF
1,32011155-SF
624/1/26-SF
9361f/38-SF
l,56011/64-SJ:
71211130-SF
1,06811/44-SJ:
1,78011174-SF
792H/33-SF
l,18811149-SF
1,98011182-SJ:
936111 39-SJ:
1,404111 59-SF
2,340111 97-SF
1,068111 44-SF
1,602111 66-SJ:
2,67011/111-SF
ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MPH WIND LoAD
It ANCHoRS 1 2 3
Dla. ANcHOR x EMBEDMENT
1/4"x 1-112"
3/8"x 1-1/2"
1/2'.x 2-1/4"
75711/31-SF 1,514/1163-SF 2,27111/ 95-SF
1,057f1144-SJ: 2,11411188-SF 3,17111/132-SF
1,44311/60-SF 2,88611/120-SF 4,32911/180-SJ:
THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
ALLOWABLE LOAD/Max LOAD AREA(SF) @ 120 MrH WIND LOAD
#I THROUGH BolTS 1
018. ANCHOR x(LENGTH = POST THICKNESS... 112")
1/4"x 1+1/2" 2.356111 98-SF
3/8"x 1+1/2" 5,30011/221-SF
1/2"x 1+ 1/2" 9,42611/393-SF
2
at
1,056"1 44-SJ:
1,584111 66-SF
2,640"/109-SF
1,248111 52-SJ:
1,872111 78-SF
3,120"/130-SF
1,424/1/ 59-SF
2,136111 B9-SF
3,56011/148-SF
at
3,02811/126-SF
4,22BII/176-SF
5,77211/240-SF
~
4,712/1/196-SF 7,068111294-SF
10,60011/442-SF
LAWRENCE E. IlENNF.tt, P.E.
CIVIL ENOINr1;R " onvm.otMrNT CONSUlTANT
P. o. BOX "369 SOUTH OAYTONA. Fl 32121
PHONE I (904) 767-477"
fAX' 1 (904) 767.6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN fYl.RTWlTIlOUT WAlDEN PERMISSION FROM lAWRENCE E. BENNETT, PE.
r
,..
2
28